CONSTRUCT ADDITION TO BUILDING 90020 FTEV 15-1069 · approved chief engineer approved civil...

SHELTERTEE

GOLF

S

S

WT-12

MT-12 WT-14MT-14

MT-15

WT-15

WT-13

MT-13

WT-11

COURSESHELTERTEE

SS

S

S

S

G-12

S

G-13

G-14S

G-11

S

G-3

SHELTERTEE

G-10

SS

SS

S

MT-11

S

MT-8

WT-8

MT-6

S

S

S

s

MT-10

MT-1

WT-1

MT-6

WT-3

MT-2WT-2MT-9

WT-9

MT-18

WT-18

WT-10

S

PR

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S

S

G-8

G-5

M-3

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SG-1

G-2

S

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G-9S

SS

S

S

G-18

SS

S

S

S

HURLBURT

LAKE

STATIONSTATIONSUB-SUB-

TANK

TANK 2

OIL/WATER SEPARATOR

TANKWATER

JP-4

TANKS

OIL/WATER

TANKS

SEPARATOR

OIL/WATERSEPARATORS

TANK

P.O.L.PUMP HOUSE

TANK

TANKS

TANKWATER

JP-4

CV- 22 ADD ITI ONIn-p roc es s

HOUSE

PUMP

TANKWATER

PUMP

TANKWATER

90734

BOUNDARY

BOUNDARY

BOUNDARY

RESERVAT ION

RESERVATIONRESERVATION

RESERVATION

RESERVATION

MT-8

WT-8 S

S

SS

S

S

S

S

S

WT-6

M-4

MT-16WT-16

S

G-15

S

S

S

WT-17 MT-17

G-17

G-16

SS

S

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ANTENNALOCALIZER

36H

18H

1

1

2

2

3

3

R OA DW A YR OA DW A Y

R OA DW A YR OA DW A Y

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A-1

A-2

B-1

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TOPENSACOLA40 MILES

GULF OF MEXICO

SANTA ROSA ISLAND

ESTHERMARY

FORT WALTONBEACH

98

HURLBURTFIELD

20

189

EGLIN AIR FORCE BASE

REGION

TOPENSACOLA40 MILES

GULF OF MEXICO

SANTA ROSA ISLAND

ESTHERMARY

FORT WALTONBEACH

98

HURLBURTFIELD

20

189

EGLIN AIR FORCE BASE

REGION

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0020

FTEV

15-

1069

FTEV 15-1069

90020

R. Maniscalco

M. Fawzy

31 July 2015

1 of 17

PROJECTLOCATION

PROJECTLOCATION

CONSTRUCT ADDITION TOBUILDING 90020

FTEV 15-1069

VICINITY MAP

SCALE: 1" = 1000'

REGIONAL MAPSCALE: N.T.S.

AREA MAPSCALE: 1" = 200'

INDEX OF DRAWINGS

SHEETNO. SHEET NAME

SUBMITTALDATE

GENERALG1 COVER SHEET 31 July 2015G2 PROJECT INFORMATION 31 July 2015

SURVEY/MAPPINGV1 EXISTING SITE, SURVEY 31 July 2015

CIVILC1 EXISTING SITE, DEMOLITION & EROSION CONTROL PLAN 31 July 2015C2 SITE LAYOUT & DIMENSION PLAN 31 July 2015

STRUCTURALS1 FOUNDATION & ROOF FRAMING PLANS 31 July 2015S2 TYPICAL WALL SECTIONS 31 July 2015

ARCHITECTURALA1 ARCHITECTURAL SITE & OVERALL FACILITY 31 July 2015A2 DEMOLITION PLANS & NEW WORK PLAN 31 July 2015A3 NEW ROOF PLAN & RCP 31 July 2015A4 ELEVATIONS 31 July 2015A5 SECTIONS 31 July 2015

MECHANICALM1 MECHANICAL PLANS 31 July 2015M2 FIRE PROTECTION PLAN 31 July 2015

ELECTRICALE1 ELECTRICAL LIGHTING PLAN 31 July 2015E2 ELECTRICAL POWER PLAN 31 July 2015E3 ELECTRICAL POWER PLAN 31 July 2015

BASE CIVILENGINEERS

MLK JRBLVD

CONTRACTORSENTRANCE

HAUL ROUTE

90020

90010

9000590031

90057

90015

90061

PROPOSED CONTRACTORLAY-DOWN AREA

S Y M B O L S L E G E N DEXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION

ENLARGED CALLOUT

KEYNOTE; SEE GENERAL NOTE 8

ROOM IDENTIFICATION; SEE ROOMFINISH SCHEDULE

DOOR IDENTIFICATION; SEE DOORSCHEDULE

WINDOW OR LOUVER IDENTIFICATION;SEE WINDOW SCHEDULE

PARTITION TYPE; SEE WALL TYPESCHEDULE

ELEVATION

NORTH ARROW

REVISION SYMBOL AND BUBBLE

TITLE KEY

Name101

1t

4A

___A101

1SIM

1A101

SIM___

1 View Name1/8" = 1'-0"A102 A101

NameElevation

1

0'4'8' 8' 16'

A101

1

A101

1

DETAIL NUMBER

GRAPHIC SCALE BARSHEET DRAWN ONSHEET OF FIRST REFERENCE

DETAIL NUMBER

SHEET DRAWN ON

DETAIL NUMBER

SHEET DRAWN ON

DETAIL NUMBER

SHEET DRAWN ON

DETAIL NUMBER

SHEET DRAWN ON

1

A3

AFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEACOUS ACOUSTICALADJ ADJUSTABLEAL ALUMINUMAB ANCHOR BOLTAPPROX APPROXIMATELYBD BOARDBLDG BUILDINGBLK BLOCKBM BEAMBOD BOTTOM OF DECKCB CATCH BASINCDS CONCEALED DOWNSPOUTCG CORNER GUARDCJ CONTROL JOINTCMU CONCRETE MASONRY UNITCEM CEMENTCLG CEILINGCOL COLUMNCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSDBL DOUBLEDTL DETAILDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDS DOWNSPOUTDWGS DRAWINGSEA EACHEF EXHAUST FANEL ELEVATIONELECT ELECTRICALEQ EQUALEQUIP EQUIPMENTGFGI GOVERNMENT FURNISHED,

GOVERNMENT INSTALLEDCFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

A B B R E V I A T I O N SEXIST EXISTINGEXP EXPANSIONEXT EXTERIORFND FOUNDATIONFFE FINISH FLOOR ELEVATIONFIN FINISHFLR FLOORFLUOR FLUORESCENTFT FOOTFTG FOOTINGFP FILLER PANELFV FIELD VERIFYGA GAUGEGALV GALVANIZEDGEN GENERALGYP GYPSUMGYP BD GYPSUM BOARDHM HOLLOW METALHORIZ HORIZONTALHT HEIGHTINSUL INSULATIONINT INTERIORJT JOINTLAM LAMINATELAV LAVATORYLT WT LIGHT WEIGHTMO MASONRY OPENINGMANUF MANUFACTURERMAX MAXIMUMMECH MECHANICALMTL METALMIN MINIMUMOC ON CENTEROH OPPOSITE HANDOFCI OWNER FURNISHED,

CONTRACTOR INSTALLEDOFOI OWNER FURNISHED,

OWNER INSTALLED

OPNG OPENINGOVH OVERHANGPT PLATEPLYWD PLYWOODR RADIUSRO ROUGH OPENINGREINF REINFORCEDREQD REQUIREDRET RETAININGRM ROOMSC SCUPPERSCHED SCHEDULESECT SECTIONSHT SHEETSIM SIMILARSPEC SPECIFICATIONSQ SQUARESQ FT SQUARE FOOTST STANDARDSTL STEELSTRUCT STRUCTURALSUSP SUSPENDEDT&G TONGUE AND GROOVETO TOP OFTOD TOP OF DECKTOG TOP OF GRADETOS TOP OF SLABTOW TOP OF WALLTEL TELEPHONETYP TYPICALVIF VERIFY IN FIELDVTR VENT THROUGH ROOFWWF WELDED WIRE FABRICWD WOODXPT EPOXY PAINT

1. DO NOT SCALE DRAWINGS; REFERENCE DIMENSIONS ONDRAWINGS AND FIELD VERIFY ALL MEASUREMENTS.

2. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO FACE OFSTUD, COLUMN CENTERLINE, OR FACE OF EXISTING FINISH.

3. UNLESS NOTED OTHERWISE, ALL NEW WORK WHICH EXTENDSOR INFILLS EXISTING WORK SHALL ALIGN WITH AND MATCHEXISTING CONDITIONS.

4. UNLESS NOTED OTHERWISE, PROVIDE CONTINUOUS 2x6BLOCKING OR 18ga GALVANIZED METAL STRAPPING FOR ALLHANDRAILS, GRAB BARS, OTHER ACCESSORIES, FIXTURES,BRACKETS, OFCI ITEMS AND MISCELLANEOUS SPECIALTIES.

5. ALL WALL MOUNTED CABINETS, WALL MOUNTED TV's, ANDMONITORS SHALL HAVE WOOD BLOCKING BETWEEN STUDSFOR INSTALLATION.

6. DUE TO MANUFACTURER'S VARIATION WITH SIZE OFEQUIPMENT, CASEWORK, PLUMBING FIXTURES, ETC., ALLDIMENSIONS REFERRING TO THE SPACE WHERE SUCH ITEMSARE BUILT-IN SHALL BE VERIFIED WITH THE ITEM SUPPLIED.

7. ALL DISCREPANCIES OR CONFLICTING INFORMATION BETWEENEXISTING CONDITIONS, CONSTRUCTION DRAWINGS, ANDSPECIFICATIONS ARE TO BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT FOR RESOLUTION BEFORE COMMITTING TOWORK OUTLINED.

8. KEYNOTE NUMBERING SEQUENCE FOUND ON ONE SHEET ISINDEPENDANT FROM OTHER SHEETS IN THE SET.

G E N E R A L N O T E S

ARCHITECTCALDWELL ASSOCIATES ARCHITECTS, INCH. MILLER CALDWELL, JR., RA116 NORTH TARRAGONA STREETPENSACOLA, FLORIDA 32501(850) 439-6576 phone(850) 438-6537 fax

P R O J E C T T E A MMECHANICAL/PLUMBING/FIREPROTECTIONSCHMIDT CONSULTING GROUPJOE JONES, PE40 SOUTH PALAFOXPENSACOLA, FLORIDA 32502(850) 438-0050 phone

CIVILREBOL-BATTLE INC.PAUL BATTLE, PE214 EAST CHURCH STREETPENSACOLA, FLORIDA 32502(850) 438-0400 phone

STRUCTURALJOE DEREUIL ASSOCIATES, LLCJOE DEREUIL, PE301 WEST CERVANTES STREETPENSACOLA, FLORIDA 32502(850) 429-1951 phone

ELECTRICALSCHMIDT CONSULTING GROUPTODD NICHOLSON, PE40 SOUTH PALAFOXPENSACOLA, FLORIDA 32502(850) 438-0050 phone

EARTH/COMPACT FILL

CAST-IN-PLACE/PRECASTCONCRETE

MORTAR/GROUT (SECTION)GYPSUM BOARD (ELEVATION)

FINISH GRADE WOOD

NOMINAL DRESSED BLOCKING

SHIM/FILLER BLOCKING WITHBACKER ROD AND SEALANT

CMU (IN SECTION)

RIGID INSULATION

BATT INSULATION

PLYWOOD

GYPSUM BOARD

M A T E R I A L L E G E N D

THIS PROJECT IS TO CONSTRUCT A 3,000 SF ADDITION ON THESOUTHEAST CORNER OF BUILDING 90020 TO ACCOMMODATE TWO21 SEAT CLASSROOM/MULTIPURPOSE LABS. THE CONNECTION TOTHE FACILITY SHALL BE THROUGH FORMER EXISTING LAB 10 ANDWILL BE CONSIDERED A PART OF THE CLASSIFIED "OPENSTORAGE" AREA OF THE BUILDING. THE ADDITION WILL INCLUDEA RAISED FLOOR THROUGHOUT. THE ADDITION FIRE ALARM/MNS,ACCESS CONTROL, AND SECURITY SYSTEM WILL BE INEGRATGEDINTO BUILDING 90020 EXISTING SYSTEMS. COMMUNICATIONREQUIREMENTS INCLUDE COMPUTER LAN CONNECTIONS AND ANEXTERIOR ANTENNA. THIS PROJECT SCOPE WILL DOVETAIL INTOPROJECT FTEV 15-1055 UPGRADE HVAC SYSTEM 505 TRSBUILDING 90020 TO INCLUDE HVAC AND ELECTRICAL SYSTEMS.THE CODES AND STANDARDS SHALL BE ADA, NFPA, IBC, AT/FP ANDOTHER UFC'S AND REGULATIONS. DESIGN SHALL INCLUDE ALLCIVIL ENGINEERING, STRUCTURAL ENGINEERING, ENVIRONMENTALENGINEERING, ARCHITECTURAL, MECHANICAL ENGINEERING, FIREPROTECTION, AND ELECTRICAL ENGINEERING REQUIRED INCOMPLETING THIS PROJECT.

SCOPE OF WORK

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FTEV

15-

1069

FTEV 15-1069

90020

R. Maniscalco

M. Fawzy

31 July 2015

2 of 17

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-106

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FTEV 15-1069

GTP

PAB

31 JULY 2015

90020

DESIGNED BY:

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FTE

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-106

9

FTEV 15-1069

GTP

PAB

31 JULY 2015

90020

SILT FENCE DETAIL

LEGEND

C1

1

BUILDING ADDITION

F.F.E.=21.89

DESIGNED BY:

DATE:

DRAWN BY:

BUILDING NO:

PROJECT NO:

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31 JULY 2015

90020

LEGEND

2

A

3

EX.AB D

EX.1

C

15'-5 3/4" 5'-6" 21'-4" 15'-10" 15'-5 3/4"

B.2

30'-11 1/2"

9'-1 1/2"

4'-6 3/4"

73'-7 1/2"

PILECAP; (TYP.)

STEEL COLUMN; (TYP.)

CONCRETEGRADE BEAM;(TYP.)

E.O.R. TO VERIFY EXISTING CONDITIONSTO DETERMINE HOW NEW GRADE BEAMABUTS EXISTING GRADE BEAM ; (TYP.)

SLAB-ON-GRADET.O.SLAB REF. EL. = -1'-0"

ACCESS FLOORT.O.FLOOR REF. EL. = 0'-0"

EXISTING SLAB-ON-GRADET.O.SLAB REF. EL. = -1'-0"EXISTING ACCESS FLOORT.O.FLOOR REF. EL. = 0'-0"

BRICK LEDGE;(TYP.)

1

S2

NOTE:FINAL DESIGN AND LAYOUT OFFOUNDATIONS, COLUMNS, WALLS, BRACEDFRAMES AND ALL OTHER STRUCTURALSYSTEMS BY AWARDED DESIGN-BUILD TEAM

1

COORDINATE FOUNDATIONS IN THISAREA WITH EXISTING CHILLEDWATER LINES (NEWLY INSTALLED);SEE MECHANICAL DRAWINGS

2

A

3

EX.AB D

EX.1

CB.2

15'-5 3/4" 5'-6" 21'-4" 15'-10" 15'-5 3/4"

TYP.

4'-4"

30'-11 1/2"

9'-1 1/2"

4'-6 3/4"

73'-7 1/2"

NEW FRAMING MUST BESTRUCTURALLY INDEPENDENT FROMEXISTING FRAMING AND EXPANSIONJOINT SHALL BE PROVIDED

STEEL ROOF FRAMING; (TYP.)

3"

/ 1

' - 0

"3

" / 1

' - 0

"

3" / 1' - 0"3" / 1' - 0"

1

S2

NOTE:FINAL DESIGN AND LAYOUT OF ROOFFRAMING MEMBERS AND ALL OTHERSTRUCTURAL SYSTEMS BY AWARDEDDESIGN-BUILD TEAM

1.5

" / 1' -

0" 3" / 1' - 0"

EXISTING ROOF FRAMING

1

TYP.

4'-4"

1/8" = 1'-0"S1

1 FOUNDATION & SLAB-ON-GRADE PLANT.O.SLAB REF. ELEV: -1'-0" U.N.O.(E.O.R. TO VERIFY/COORDINATET.O.PILECAP ELEVATION WITHEXISTING T.O.PILECAP AND WITHGRADE ELEVATIONS)

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REV #

DATE

DESCRIPTION

APP'D

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L O

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HURLBURT FIELD, FLORID

A

STANDARD D LAYOUT (24" X 36")

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CONSTRUCT ADDITION TO BUILDING 90020

FTEV 15-1069

FTEV 15-1069

J. Greenwell

J. Greenwell

31 July 2015

TRUENORTH

PROJECTNORTH

1/8" = 1'-0"S1

2 ROOF FRAMING PLANT.O.STEEL REF. ELEV: 13'-1" U.N.O.(E.O.R. TO VERIFY/COORDINATET.O.STEEL WITH EXISTING T.O.STEEL)

TRUENORTH

PROJECTNORTH

FINISH FLOOR0"

TOP OF STEEL13' - 1"

3

SLAB-ON-GRADE-1' - 0"

TOP OF PILECAP-4' - 4"

(E.O.R. TO VERIFY/COORDINATEWITH EXISTING T.O.STL)

(E.O.R. TO VERIFY/COORDINATEWITH EXISTING T.O.PILECAPAND WITH GRADE ELEVATIONS)

LIGHT GAGE METALSOFFIT FRAMING; TYP.

STEEL ROOF BEAM; TYP.

METAL ROOF DECK; TYP.

STEEL ROOF JOIST; TYP.

CMU SPLIT-FACE VENEER;TYP.

BRICK LEDGE; TYP.

PILE CAP (BEYOND); TYP.

PILE (BEYOND); TYP.

GRADE BEAM; TYP.

SLAB-ON-GRADE; TYP.

ACCESS FLOOR; TYP.

LIGHT-GAGE METAL STUDWALL (INFILL WALL); TYP.

GL

GRADE (COORDINATE WITHCIVIL DRAWINGS); TYP.

NOTE:FINAL DESIGN AND LAYOUT OFFOUNDATIONS, COLUMNS, WALLS, BRACEDFRAMES, ROOF FRAMING MEMBERS ANDALL OTHER STRUCTURAL SYSTEMS BYAWARDED DESIGN-BUILD TEAM

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FTEV 15-1069

FTEV 15-1069

J. Greenwell

J. Greenwell

31 July 2015

3/4" = 1'-0"S2

1 TYPICAL WALL SECTION

7

FEC

FE

FE

1A5

___

1

2

3

3

3

3

COMPUTER LAB#10B

147BCOMPUTER LAB

#10A

147A

MECHANICAL146

COMPUTER RACK148

STORAGE124B

COORIDOR124A

4

4

5

CLASSROOM #2139

CLASSROOM #3138

CLASSROOM #4137

CLASSROOM #5136

CLASS-ROOM #6

135

ELECTRICAL RM141

MECHANICALROOM

140

LAB #1131

LAB #2132

LAB #6133

LAB #5126

LAB #4127

LAB #3128

CLASSROOM #7120

LAB #7121

LAB #9SYSAD LAB

122LAB #8ICO/T

123

MEN130

WOMEN129

MEN104

WOMEN107

COMM108

COMMUNICATIONCENTER

125

CORRIDOR144

CORRIDOR119B

SAFE ROOM125A

CITS & MAINCOMM. ROOM

142

C4 SYSTEMS(DOS)

134

CORRIDOR119C

CORRIDOR119A

CORRIDOR119D

6

7

89

1. SOD ALL GRASSED AREAS DISTURBED BY NEW WORK.2. LANDSCAPING LAYOUT, PLANT SELECTION, AND QUANITY SHOWN ARE DIAGRAMMATIC, AND WILL BE DEVELOPED WITH OWNER AND CONTRACTOR INPUT DURING CONSTRUCTION TO FINALIZE THE INSTALLATION APPROACH.

GENERAL NOTES

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0020

FTEV

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FTEV 15-1069

90020

R. Maniscalco

M. Fawzy

31 July 2015

8 of 17 1/16" = 1'-0"A1

1 ARCHITECTURAL SITE & OVERALL FACILITY PLANTRUE

NORTHPROJECT

NORTH 0'8'16' 16' 32'

K E Y N O T E S1 6 TO 8 FOOT TALL CREPE MYRTLE TREES

OR SIMILILAR - (6) TOTAL2 PLANTING BED WITH 6 INCH (MAX) HIGH

PERENNIAL GROUND COVER SPACED 24INCHES ON CENTER EACH WAY. PROVIDEMULCH INFILL OVER WEED BARRIER, ANDFLEXIBLE EDGING AT PERIMETER OF BED.

3 REMOVE CEILING TILES FOR RE-USE INHATCHED AREA INDICATED. PROTECT TOAVOID DAMAGE, AND RE-INSTALL INEXISTING GRID. REPLACE ANY DAMAGEDTILES WITH NEW TO MATCH. SEEELECTRICAL DRAWINGS FORCOORDINATION OF WORK.

4 EXISTING GRAVEL DRAINAGE BED; SEECIVIL

5 NEW GRAVEL DRAINAGE BED AT BUILDINGPERIMETER TO MATCH EXISTINGCONDITIONS; SEE CIVIL

6 EXISTING DEEP SANITARY SEWER LINE TOREMAIN - PROTECT DURINGCONSTRUCTION; SEE CIVIL

7 ANTENNA TOWER LAY-DOWN CRADLEFOUNDATION; (CFCI)

8 ANTENNA TOWER FOUNDATION WITH 75FOOT TELESCOPING TOWER (CFCI).CONTRACTOR TO COORDINATECONSTRUCTION OF FOUNDATION WITHCONSTRUCTION OF MECHANICALEQUIPMENT YARD ENCLOSURE; TO BEFURNISHED BY SEPARATE PROJECT FTEV15-1055 "UPGRADE HVAC SYSTEM BLDG90020"

9 PREFABRICATED GALVANIZED METALOVERHEAD CABLE TRAY CONSTRUCTION(CFCI); COORDINATE WITH ANTENNAINSTALLATION

12

23

4

5

8

LAB #10ICO/T

LAB #8NETAD LAB

COMMUNICATIONCENTER

CORRIDOR119A

123 125124

DEMOLISH EXISTIING MATERIALS AND APPURTENANCES ASREQUIRED FOR THE PROPER EXECUTION OF THE WORK.COORDINATE THE WORK WITH THE VARIOUS PUBLIC SERVICES(WATER, SEWER, TELEPHONE, AND ELECTRICAL) TO ENSURETHAT PROPER EXCAVATION AND RELOCATION OF THE SERVICELINES ARE INSTALLED IN ACCORDANCE WITH THESE AGENCIESAND TO ENSURE THAT UNDERGROUND OR UNSEEN LINES ARENOT AFFECTED IN AN ADVERSE WAY.

PRESERVATION - ALL EXISTING STRUCTURAL EXTERIOR ANDINTERIOR WALLS, SLABS, ETC. TO REMAIN SHALL BE LEFTUNDISTURBED AND PROTECTED AS NECESSARY IN ORDER TOMAINTAIN THE ORIGINAL INTEGRITY OF THE MATERIALS ANDSTRUCTURE UNLESS OTHERWISE NOTED.

CONTRACTOR TO "SHORE UP" EXISTING WALLS, FLOOR, CEILINGAND ROOF WHERE NEEDED FOR NEW CONSTRUCTION.

THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR HAULINGAND DISPOSING OF ALL MATERIALS FROM ALL DEMOLITIONWORK.

AT GYPSUM BOARD PARTITIONS TO BE REMOVED; CONTRACTORSHALL REMOVE ROOM SIGNAGE PRIOR TO DEMOLITION AND GIVETO OWNER.

AT REMOVED DOORS; CONTRACTOR SHALL ALSO REMOVE DOORSTOP AND SAVE FOR REINSTALLATION.

DOORS AND HARDWARE SAVED IN DEMOLITION SHALL BEREUSED WHERE HAND OF DOOR AND HARDWARE FUNCTIOINMATCHES A NEW DOOR CONDITION. CONTRACTOR TO FIELDVERIFY WHEN NO MATCH EXISTS. THE NEW DOOR ANDHARDWARE SHALL MATCH FINISH AND STYLE TYPICAL INBUILDING.

DEMOLITION NOTES

1A5

___A4

1

A4 2A43

2'-0"

3'-0"

25'-8

"3'-

0"2'-

0"

10'-0

"36

'-8"

2'-0" 3'-0" 18'-0" 21'-4" 32'-0" 2'-0"

2'-0" 3'-0" 15'-4" 2'-4" 15'-4" 2'-4" 15'-4" 2'-4" 15'-4" 3'-0" 2'-0"

79'-4"

2'-0"

3'-0"

25'-8

"3'-

0"

8'-0"

CLEAR6'-0"

124B

147B 147A

148A

148B

146

STORAGE124B

COMPUTER LAB#10B

147BCOMPUTER LAB

#10A

147A

COMPUTER RACK148

MECHANICAL146

6

COORIDOR124A

EX

MECHANICALEQUIPMENT YARD

31'-8

"

74'-4"

31'-8

"10

'-11

1/2"

7

10'-0"

EQ EQ9

CORRIDOR

LAB #8NETAD LAB

COMMUNICATIONCENTER

10

9

11

12

13

14

15

119A15

1116

123

125

17

18

19

L E G E N DEXISTING CONSTRUCTION

EXISTING PARTITION AND / OR FINISHES TO BEREMOVED

DOOR AND FRAME TO BE REMOVED

EXISTING ACCESS PANEL FLOORING TO BEREMOVED / EXISTING 2X2 ACOUSTICAL CEILINGSYSTEM TO BE REMOVED

NEW DOOR

NEW GALVANIZED METAL STUD FRAMED,GYPSUMBOARD; FINISHED WALL TO UNDERSIDE OF DECKCONSTRUCTION ABOVE

NEW ACCESS PANEL FLOORING

DESIGNATE AREA OF WORK

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FTEV

15-

1069

FTEV 15-1069

90020

R. Maniscalco

M. Fawzy

31 July 2015

9 of 17

1/8" = 1'-0"A2

1 DEMOLITION PLAN

K E Y N O T E S1 REMOVE CMU VENEER CONSTRUCTION2 REMOVE PORTION OF METAL STUD WALL

CONSTRUCTION AS INDICATED3 REMOVE DOOR, FRAME, AND HARDWARE4 REMOVE AND SALVAGE COMPUTER ACCESS

FLOORING AND SUPPORTS. ADJUST ANDREINSTALL TO NEW WORK FLOOR PLAN

5 OUTLINE OF ROOF ABOVE; REMOVE EXISTINGMETAL FACIA / SOFFIT PANELS TO CONSTRUCTNEW WORK ROOF TIE-IN.

6 PREFABRICATED GALVANIZED METAL OVERHEADCABLE TRAY CONSTRUCTION (CFCI); COORDINATEWITH ANTENNA INSTALLATION

7 ALUMINUM STOREFRONT SYSTEM WITH GLAZEDDOORS AND INSULATED GLASS

8 REMOVE AND SALVAGE 2X2 SUSPENDEDACOUSTICAL CEILING TILES; REMOVE SUSPENDEDGRID; RE-INSTALL SALVAGED TILES IN NEWSUSPENDED GRID.

9 WORKSTATIONS (GFGI); SEE ELECTRICAL10 EXISTING CHAIN LINK FENCE BARRIER TO REMAIN11 COMPUTER RACKS AND RACK MOUNTED

EQUIPMENT (GFGI); SEE ELECTRICAL12 ANTENNA TOWER IN LAY-DOWN POSITION (CFCI)13 ANTENNA TOWER FOUNDATION WITH 75 FOOT

TELESCOPING TOWER (CFCI). CONTRACTOR TOCOORDINATE CONSTRUCTION OF FOUNDATIONWITH CONSTRUCTION OF MECHANICALEQUIPMENT YARD ENCLOSURE; TO BE FURNISHEDBY SEPARATE PROJECT FTEV 15-1055 "UPGRADEHVAC SYSTEM BLDG 90020"

14 TEMPORARY PARTITION WITH SECURE ACCESSDOOR; CONTRACTOR SHALL COORDINATEESCORT FOR ALL WORK OUTSIDE THEDESIGNATED AREA OF WORK.

15 REPAIR WALL TO MATCH ADJACENT FINISHES16 CONDUIT CHASE; SEE ELECTRICAL17 ANTENNA TOWER LAY-DOWN CRADLE

FOUNDATION; (CFCI)18 EXISTING DEEP SANITARY SEWER LINE TO REMAIN

- PROTECT DURING CONSTRUCTION; SEE CIVIL19 CABLE ENTRY BOX; SEE ELECTRICAL

TRUENORTH

PROJECTNORTH 0'4'8' 8' 16'

1/8" = 1'-0"A2

3 NEW WORK FLOOR PLAN0'4'8' 8' 16'TRUE

NORTHPROJECT

NORTH

1A5

___

9'-0"9'-0"

9'-0"

10'-6" 10'-6" 10'-6"

EXP

11

9'-0"

9'-0"

2

2

1A5

___A4

1

A4 2A43

1/8" / 1'-0" 1/8" / 1'-0"

(MIN) (MIN)

3 34

L E G E N DEXISTING CONSTRUCTION

NEW GALVANIZED METAL STUD FRAMED,GYPSUM BOARD FINISHED; WALL TO UNDERSIDEOF DECK CONSTRUCTION ABOVE

NEW 2X2 ACOUSTICAL CEILING SYSTEM TOMATCH EXISTING

NO CEILING; EXPOSED STRUCTURE ABOVE

PREFINISHED STANDING SEAM METAL ROOF TOMATCH EXISTING

AIR SUPPLY; SEE MECHANICAL

AIR RETURN; SEE MECHANICAL

2X4 FLUORESCENT LIGHTING; SEE ELECTRICAL

1X4 FLUORESCENT LIGHTING; SEE ELECTRICAL

EXP

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0020

FTEV

15-

1069

FTEV 15-1069

90020

R. Maniscalco

M. Fawzy

31 July 2015

10 of 17 1/8" = 1'-0"A3

1 NEW WORK REFLECTED CEILING PLANTRUE

NORTHPROJECT

NORTH 1/8" = 1'-0"A3

2 NEW ROOF PLANTRUE

NORTHPROJECT

NORTH 0'4'8' 8' 16'0'4'8' 8' 16'

K E Y N O T E S1 NEW SUSPENDED CEILING SYSTEM GRID WITH

RE-INSTALLED EXISTING CEILING TILES (ROOMS124A AND 124B ONLY)

2 CEILING BULKHEAD AT 8'-8"; METAL STUDCONSTRUCTION, FINISHED GYSPUM BOARD ATEACH SIDE 6" ABOVE FINISHED CEILING

3 NEW ROOF DRAIN; CONNNECT TO EXISTING ROOFDRAINAGE

4 NEW LOW-SLOPE ROOF WITH PARAPET WALLS

01-Floor0"

02-Roof13'-1"

1A5

___

1

2

3

45

6

01-Floor0"

02-Roof13'-1"

2

1

01-Floor0"

02-Roof13'-1"

1

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FTEV

15-

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FTEV 15-1069

90020

R. Maniscalco

M. Fawzy

31 July 2015

11 of 170'2'4' 4' 8'

1/4" = 1'-0"A2 A4

1 SOUTH ELEVATION - NEW WORK

1/4" = 1'-0"A2 A4

2 WEST ELEVATION - NEW WORK

1/4" = 1'-0"A2 A4

3 EAST ELEVATION - NEW WORK

K E Y N O T E S1 PAINTED SPLIT FACED CMU VENEER FINISH TO

MATCH EXISTING2 PREFINISHED STANDING SEAM METAL ROOFING

SYSTEM TO MATCH EXISTING OVER ICE/WATERSHIELD MEMBRANE

3 PAINTED SMOOTH FACE CMU PILASTER CAPDETAIL TO MATCH EXISTING

4 DECORATIVE PRECAST CONCRETE MEDALLION TOMATCH EXISTING

5 PAINTED SMOOTH FACE CMU ACCENT BAND6 PREFABRICATED GALVANIZED METAL OVERHEAD

CABLE TRAY CONSTRUCTION (CFCI); COORDINATEWITH ANTENNA INSTALLATION

7 CONTRACTOR TO COORDINATE WITH ELECTRICALFOR SIZE AND LOCATION OF CABLE ENTRY PANEL;PROVIDE SMOOTH FACE BLOCK AT THIS LOCATIONFOR SMOOTH AND LEVEL MOUNTING OF PANEL

0'2'4' 4' 8'

0'2'4' 4' 8'

01-Floor0"

02-Roof13'-1"

124B

1

SLAB ON GRADE-1'-0"

2

3

44 4

___A52

11 20

3" 1'-0"

3" 1'-0"

1 1/2" 1'-0"

01-Floor0"

02-Roof13'-1"

SLAB ON GRADE-1'-0"

5

5

6

78

3

1

4

9

10

12

13

14 15

1617

18

19

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FTEV 15-1069

90020

Author

Designer

31 July 2015

12 of 17 1/4" = 1'-0"A1 A5

1 BUILDING SECTION0'2'4' 4' 8'

K E Y N O T E S1 NEW 2X2 COMPUTER ACCESS FLOORING

SYSTEM2 REMOVE AND SALVAGE COMPUTER

ACCESS FLOORING AND SUPPORTS.ADJUST AND REINSTALL TO NEW WORKFLOOR PLAN

3 PREFINISHED STANDING SEAM METALROOFING SYSTEM TO MATCH EXISTINGOVER ICE/WATER SHIELD MEMBRANE

4 2X2 ACOUSTICAL TILE CEILING SYSTEM TOMATCH EXISTING

5 PAINTED SPLIT FACED CMU VENEER FINISHTO MATCH EXISTING

6 PAINTED SMOOTH FACE CMU ACCENTBAND

7 PAINTED SMOOTH FACE CMU PILASTERCAP DETAIL TO MATCH EXISTING

8 PREFINISHED METAL SOFFIT PANELS TOMATCH EXISTING

9 FOOTINGS AND FOUNDATION; SEESTRUCTURAL

10 ROOF JOIST; SEE STRUCTURAL11 CEILING BULKHEAD AT 8'-8"; METAL STUD

CONSTRUCTION, FINISHED GYSPUMBOARD AT EACH SIDE 6" ABOVE FINISHEDCEILING

12 5/8" GYPSUM BOARD13 R-25 BATT INSULATION14 8" GALVANIZED METAL STUD FRAMING;

SEE STRUCTURAL15 AIR SPACE16 VAPOR BARRIER - SHEET MEMBRANE17 1/2" EXTERIOR GYPSUM SHEATHING18 PAINTED SMOOTH FACE CMU SILL BLOCK19 R-20 RIGID INSULATION20 POTENTIAL ROUTE FOR MECHANICAL

DUCT FROM MECHANICAL ROOM

1/2" = 1'-0"A5 A5

2 TYPICAL WALL SECTION0'1'2' 2' 4'

(E) DIFFUSER(E) VAV BOX

(E) 10'' DUCT

(E) SUPPLY DUCT

COMPUTERLAB #10A

147A

STORAGE124BCOORIDOR

124A

MECHANICAL146

COMPUTERLAB #10B

147B

COORIDOR124A

COMPUTER148

(E) VAV BOX

(E) SUPPLY DUCT

(N) VAV BOX

(N) VAV BOX

(N) SUPPLY DUCT

(N) RETURNDUCT

(N) OA DUCTW/ LOW LEAKAGEMOTORIZED DAMPER

(N)OA LOUVER

(E) CHILLER YARD

(E) UNDERGROUND10'' CHWS/R

(E) 3/4'' DCW TAPADDITION

(E) 3'' CHW S/R TAPFOR ADDITION

(E) 3/4" UNDERGROUND DCW2

1

3

4

(N) AHU

(N) RETURNDUCT

(N) SUPPLY DUCT

5 FD

5FD

(N) 4" UNDERGROUND SAN

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

S C H M I D T.

SCG PROJECT: 2015-132

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0020

FTEV

15-

1069

FTEV 15-1069

90020

HPD

WJJ

31 July 2015

13 of 17

1/8" = 1'-0"1 MECHANICAL DEMO PLAN

1/8" = 1'-0"2 MECHANICAL NEW WORK PLAN

SHEET NOTES22'' X 22'' TRANSFER GRILL. CONNECT TO22'' X 22'' INTERNALLY LINED TRANSFERDUCT. PROVIDE BOOT WITH INTERIORPAINTED MAT BLACK.

CHILLED WATER VAV AIR HANDLERLOCATION.

MODIFY DUCT WORK PER NEW WORKCONFIGURATION.

NEW CHILLED WATER COMPUTER ROOMUNIT WITH ELECTRIC REHEAT ANDHUMIDFIER.

FD - FLOOR DRAIN PROVIDE WITH TRAPPRIMER. CONNECT TO WATER SOURCEWITHIN VICINITY.

ABBREVIATIONS(E) - EXISTING(N) - NEW

AHU - AIR HANDLING UNITCHWS - CHILLED WATER SUPPLY PIPINGCHWR - CHILLED WATER RETURN PIPINGDCW - DOMESTIC COLD WATER PIPINGOA - OUTSIDE AIRSAN - SANITARY PIPINGVAV - VARIABLE AIR VOLUME

1

2

3

4

PLAN NORTH

PLAN NORTH

5

BASELINE HYDRAULIC CRITERIANFPA/UFC 03-600-01 CRITERIA HC-1REMOTE AREA 1,500 FT2DESIGN DENSITY 0.1 GPM/FT2

150 GPM

ADDITIONAL 30% FOR SLOPED CEILINGS(PITCH>1 in 6) IF APPLICABLE

CEILING MULTIPLIER 100.0% (130% for sloped ceilings)DRY PIPE MULTIPLIER 100.0% (130% for dry pipe/preaction)

ADJUSTED FLOW REQUIREMENT 150 GPMHOSE STREAM ALLOWANCE 250 GPM

TOTAL WATER DEMAND 400 GPMSTANDPIPE DEMAND 0 GPM

WATER PRESSURE CALCULATIONSSPRINKLER HEAD COVERAGE 130.0 FT2END-HEAD PRESSURE 7.0 PSIPIPING ELEVATION RISE 30.0 FT2ELEVATION LOSS 13.0 PSIINSIDE FRICTION LOSS 15.0 PSIBFP LOSS 12.0 PSI

OUTSIDE FRICTION LOSS 0.7 PSI

TOTAL LOSS 47.7 PSI

+10% SAFETY 4.8 PSI

52.5 PSI

COMPUTERLAB #10A

147A

STORAGE124BCOORIDOR

124A

MECHANICAL146

COMPUTERLAB #10B

147B

COORIDOR124A

COMPUTER148

2INSPECTORTEST PORT

3

1

BASELINE HYDRAULIC CRITERIA

PRELIMINARY FLOW DATAOBTAINED BY: SCHMIDT CONSULTING GROUPDATE: 06-29-2015STATIC: 65PSIRESIDUAL: 58PSIFLOR RATE: 1175GPMTEST HYDRANT LOCATION: SEE MAP

APPROX.(N) 6'' FIRE MAIN

FIRE DEPARTMENTCONNECTION

4

1

2

BLDG 90020

HYDRANT #1STATIC: 65 PSIRESIDUAL: 58 PSIFLOW: 59 PSI

HYDRANT #2STATIC: 49 PSIRESIDUAL: 65 PSIFLOW: 59 PSI

EXISTING 6''

EXISTING 10''DOMESTICWATER LINE

EXISTING FIRE RISER LOCATION

EXISTING 2''

EXISTING 10''DOMESTIC

WATER LINE

LOCATION OFBUILDINGADDITION


WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080



S C H M I D T.


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FTEV

15-

1069

FTEV 15-1069

90020

HPD

WJJ

31 July 2015

14 of 17 1/8" = 1'-0"

1 FIRE PROTECTION NEW WORK PLAN

SHEET NOTESADJUST ECISTING SPRINKLER HEAD TOMATCH NEW CEILING GRID.

6' X 6' FIRE RISER CLEARANCE.

ADJUST EXISTING PIPING AND PROVIDEUPRIGHT TYPE SPRINKLER HEAD.

AT CONTRACTOR'S, THE SPRINKLER SYTEMFOR THE ADDITION MAY BE ADDED TO THEEXISTING BUILDING FIREPROTECTIONSYSTEM PENDING VERIFICATION BYCONTRACTOR'S HYDRAULIC CALCULATIONS.

1

2

3

HAZARD CLASSIFICATION #1DENSITY: 0.1 GPM/FT^2 AT 3000FT^2250 GPM HOSE STREAM60 MIN. SUPPLY DURATION


NOT TO SCALE2 90020 SITE PLAN


LIMIT OF NEW FIREPROTECTION SYSTEM

PLAN NORTH

PLAN NORTH

4

1TYP.

1TYP.

1TYP.

1TYP.

1TYP.

1TYP.

1TYP.

1TYP.

2TYP.

3TYP.

4

4 4

4

5

6

6

7TYP.

2TYP.


TODD NICHOLSON P.E.FLORIDA LICENSE NUMBER 56882



S C H M I D T.


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G 9

0020

FTEV

15-

1069

FTEV 15-1069

90020

JTH

JTH

31 July 2015

1 ELECTRICAL LIGHTING PLAN

SCALE: 1/4"=1'-0"

0'4' 8'4'

SHEET NOTES1 PENDANT MOUNTED DIRECT/INDIRECT LINEAR LED FIXTURE. FIXTURES SHALL

BE MOUNTED END TO END IN CONTINUOUS ROW. MAXIMUM COLORTEMPERATURE SHALL BE 4000 DEGREES KELVIN. PROVIDE 1100 LUMENMINIMUM EMERGENCY BATTERY DRIVER IN ALL FIXTURES WITH HALF FILLEDCENTER.

RECESSED 2x4 SPEC GRADE LED TROFFER WITH .156" THICK ACRYLIC LENS.MAXIMUM COLOR TEMPERATURE SHALL BE 4000 DEGREES KELVIN. PROVIDE1100 LUMEN MINIMUM EMERGENCY BATTERY DRIVER IN ALL FIXTURES WITHHALF FILLED CENTER.

RECESSED 2x2 SPEC GRADE LED TROFFER WITH .156" THICK ACRYLIC LENS.MAXIMUM COLOR TEMPERATURE SHALL BE 4000 DEGREES KELVIN. PROVIDE1100 LUMEN MINIMUM EMERGENCY BATTERY DRIVER IN ALL FIXTURES WITHHALF FILLED CENTER.

CLASSROOM AREA LIGHTING CONTROLS SHALL MEET UFC 3-530-01 01 APRIL2015. AT A MINIMUM PROVIDE MULTIPLE ZONE LIGHT CONTROL SCHEME WITHSCENE CONTROL. PROVIDE AT LEAST ONE LIGHTING CONTROL ZONE AT ROWOF LIGHTING IMMEDIATELY IN FRONT OF PROJECTOR SCREE. PROVIDEMANUAL CONTROL DEVICE TO INDEPENDENTLY CONTROL GENERAL LIGHTINGWITH AT LEAST ONE CONTROL STEP BETWEEN 30% AND 70% OF DESIGNLIGHTING POWER IN ADDITION TO ALL OFF. LIGHTING SHALL AUTOMATICALLYTURN OFF WITHIN 15MINUTES OF NO OCCUPANT ACTIVITY.

COMPUTER ROOM SHALL HAVE ON/OFF MANUAL LIGHTING CONTROL WITH NOAUTOMATIC LIGHTING CONTROLS.

CORRIDOR LIGHTING CONTROLS SHALL MEET UFC 3-530-01 01 APRIL 2015. ATA MINIMUM LIGHTING SHALL AUTOMATICALLY TURN ON TO FULL DESIGNLIGHTING POWER WHEN OCCUPANT ACTIVITY IS SENSED ANDAUTOMATICALLY REDUCE LIGHT OUTPUT BY AT LEAST 50% WHEN NOOCCUPANT ACTIVITY IS DETECTED.

SUSPENDED 4'-0" LED INDUSTRIAL FIXTURE WITH FACTORY PROVIDED WIREGUARD. MAXIMUM COLOR TEMPERATURE SHALL BE 4000 DEGREES KELVIN.PROVIDE 1100 LUMEN MINIMUM EMERGENCY BATTERY DRIVER IN ALLFIXTURES WITH HALF FILLED CENTER.

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7

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C

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2 2

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TX1

4A 2A

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CABLE ENTRY BOX

5 5

A/V A/V





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DESIGNED BY:

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MA

ND

DATE:

DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

APPR

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CHIE

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G 9

0020

FTEV

15-

1069

FTEV 15-1069

90020

JTH

JTH

31 July 2015

1 ELECTRICAL POWER PLAN

SCALE: 1/4"=1'-0"

0'4' 8'4'

SHEET NOTES1 PROVIDE RELAY FROM LIGHTING CONTROL SYSTEM TO PROVIDE OCCUPANCY

CONTROL FOR GENERAL PURPOSE RECEPTACLES. RELAY SHALL TURN OFFPOWER TO RECEPTACLE WITHIN 15 MINUTES OF NO OCCUPANT ACTIVITY.RECEPTACLE SHALL BE LABELED WITH THE WORD "CONTROLLED" ANDCONTAIN THE POWER SYMBOL OF A LINE PARTIALLY WITHIN A BROKEN CIRCLEEQUAL TO IEC 5009

REFER TO DRAWING IN APPENDIX FOR SPECIFIC POWER ANDCOMMUNICATION REQUIREMENTS FOR CLASSROOM.

6"Dx12"W WIRE TROUGH WITH HINGED COVER. WIRE TROUGH TO RUN FROM 6"BELOW RAISED FLOOR TO 6" ABOVE CEILING. PROVIDE (2) TWO 4" CONDUITSFROM WIRE TROUGH TO EXTERIOR CABLE ENTRY BOX. WIRE TROUGH SHALLBE PAINTED TO MATCH INTERIOR WALL.

REFER TO DRAWING IN APPENDIX FOR SPECIFIC POWER ANDCOMMUNICATION REQUIREMENTS FOR COMPUTER ROOM.

STUB UP (2) TWO 2" CONDUITS FROM A/V WALL BOX LOCATED BEHIND A/VCABINET TO 6" ABOVE CEILING.

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2

33

TRANSFORMER "TX1"

TVSS

PANEL2A

PANELMDP

PANEL4A





S C H M I D T.


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DESIGNED BY:

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ECIA

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MA

ND

DATE:

DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

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CHIE

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G 9

0020

FTEV

15-

1069

FTEV 15-1069

90020

JTH

JTH

31 July 2015

1 ELECTRICAL SITE PLAN

SCALE: 1/16"=1'-0"

0'16' 16' 32'

N

SHEET NOTES1 EXISTING MAIN DISTRIBUTION PANEL MDP. PROVIDE NEW BREAKER TO

SERVE NEW 480V PANEL. ROUTE CONDUIT IN CEILING SPACE ALONGCORRIDOR TO NEW MECHANICAL ROOM.

EXISTING FLOOD LIGHT TO BE DEMOLISHED BACK TO SERVING JUNCTIONBOX. MAINTAIN EXISTING CIRCUIT.

PROVIDE NEW WET LOCATION RATED LED FLOOD LIGHT.

1

1

2 ELECTRICAL SINGLE DIAGRAMSCHEMATIC

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CONSTRUCT ADDITION TO BUILDING 90020 FTEV 15-1069 · approved chief engineer approved civil...

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